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C2.1.1 site plan revised 6-2-2022 stamped (2)S WV P GV EMD WV S P P G G G G G G G G G G G G G G G G G G G G OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWTHRESHOLD EL.=31.9 RIDGE EL.=56.9 T.O.F. EL.=30.8 TIMBER LANDING AND STEP BRICK STOOP CONC. WALKPAVED APRON 29.8 29.9 29.8 29.5 29.9 29.6 29.4 30.8 30.6 31.330.8 31.1 31.5 30 30303 1 31 31 31 3030 30.6 29.9 30.6 31.0 30.4 30.7 30.5 W W W W W W W W W W W W W W W WWWWD D S S S WWWWWWWWWWWWWWWWWWWWWWWWWWN69° 05' 55"E 72.00' S69° 28' 21"W 72.00'N20° 20' 55"W142.65'2929 N69° 22' 45"E N69° 22' 45"E 50.09'8.15'41.32'N20° 37' 15"WN69° 05' 55"E N69° 05' 55"E43.67'40.00'GGGGGGGGGGGGGG G G G G G G G #63 2 STORY WOOD FRAME DWELLING x x x VGC VGC VGCVGCVGCVGCVGCPAVED SIDEWALKPAVED SIDEWALKPAVED SIDEWALKPAVED SIDEWALK EDGE OF PAVEMENT EDGE OF PAVEMENTROOF OVERHANGPAVED PARKING AREA LAWN LAWN LAWN LAWN HEDGE EDGE OF PAVEMENTCONC. PAD W/HVAC UNIT PAVED PARKING AREA M A I N (PUBLIC ~ VARIABLE WIDTH) S T R E E T P A R K W A Y (PUBLIC ~ 40' WIDE) P L A C E#71 2 STORY WOOD FRAME DWELLING (TIE)(TIE) #51 1 STORY WOOD FRAME CONDOMINIUM ASSESSORS MAP 342 PARCEL 019 N/F RON B. LLC DEED BOOK 21857 PAGE 296 ASSESSORS MAP 342 PARCEL 016 N/F HOUSING ASSISTANCE CORPORATION DEED BOOK 31223 PAGE 141 RIM EL.=29.05 RIM EL.=29.19 RIM EL.=28.95 RIM EL.=29.64 SSSSSSSSSSSSSSSSSSSSSSSSS3 1 RIM EL.=31.62 O H W O H W O H W O H W O H W O H W O H W O H W O H WS20° 20' 55"E143.12'CB/DH FND. DOWN 0.9'0.34'CB/DH FND. DOWN 0.3'0.08'0.09'10.9' 17.9'28.4'BENCHMARK-CONC. BOUND EL.=32.36 (NAVD 1988 DATUM) 11.4'WWWWWWWWSSPROPOSED 8 BEDROOM APARTMENT BUILDING (PORTION OF EXISTING FOUNDATION TO BE REUSED SEE ARCHITECTURAL PLANS FOR DETAILS) PROPOSED 4' WIDE BITUMINOUS CONCRETE WALKWAY PROPOSED BIKE STORAGE ON CRUSHED STONE WITH FILTER FABRIC WOOD LANDING WOOD LANDING WOOD LANDING 9' (TYP.)20'(TYP.)24.0'PROPOSED BULKHEAD 7 1 2 BCB R = 2' R = 5' R = 1'R = 5 ' PROPOSED BITUMINOUS CONCRETE PAVEMENT PROPOSED SCREENING FENCE (BY OTHERS) PROPOSED TRASH ENCLOSURE (9' x 12') ON PERVIOUS PAVERS (BY OTHERS) HEDGE TO BE REMOVED FOR SIGHT DISTANCE FROM PARKWAY PLACE ONTO MAIN STREET PROPOSED WATER LINE (SPRINKLERS, BY OTHERS) PROPOSED WATER LINE (POTABLE, BY OTHERS) T E EXISTING VERTICAL GRANITE CURB TO BE RESET TO MEET THE PROPOSED EGRESS PROPOSED CRUSHED STONE AREA WITH FILTER FABRIC PROPOSED OFFICE ASSESSORS MAP 342 PARCEL 017 AREA 10,287± or 0.24± ACRES PROPOSED SEWER PIPE TO BE SET AT SAME ELEVATION AS EXISTING BUILDING PROPOSED 4' WIDE BITUMINOUS CONCRETE WALKWAY (ADA ACCESSIBLE) (ACCESS AND ELEVATIONS BY OTHERS) PROPOSED ADA ACCESSIBLE STALL NOT TO EXCEED 2% IN ANY DIRECTION PROPOSED ADA SIGN PROPOSED TRANSFORMER AND ELECTRIC LINE (BY OTHERS) CONTRACTOR TO INSTALL VERTICAL GRANITE CURB AND RAISE SIDEWALK TO TOWN STANDARDS PROPOSED 12 UNIT PEDESTAL MAILBOX PAD (30" x 30") WVWV ASSESSORS MAP 342, PARCEL 017 PLAN BOOK 54, PAGE 41 PLAN BOOK 176, PAGE 87 PLAN BOOK 362, PAGE 84 DEED BOOK 33370, PAGE 92 OWNER: KINDRED REALTY TRUST REFERENCE:Coastal Engineering Co., Inc. © 2022PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYKEY MAP NO SCALE PLAN F:\SDSKPROJ\C19000\C19868\C19868-01\C19868-01-Civ.dwg 6/2/2022 5:14 PM1 inch = 10 ft. 10 5 0 10 30 SEASHORE HOMES, INC. 63 MAIN STREETBARNSTABLE (HYANNIS), MAC19868.01SITE LAYOUT AND MATERIALS PLAN C2.1.1 1 3 1"=10' 05-09-2022 C19868-01-Civ.dwg DAV BJW---------PERVIOUS PAVERS TO BIT. CONC. UPDATED TABLES. ---106-02-22UPDATED PARKING STALLS TO 9' WIDE, CONVERTEDDAVMASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (2011) (MYCS2) EPOCH 2010.00)HYANNIS, MA LOCUS TOWN LINE HYANNISTOWN LINE YARMOUTHMAIN S T.CEDAR ST.CAMP ST.PARK S T . GLEASON ST .PARKWAY PL . NOTES: 1. VERTICAL DATUM IN U.S. SURVEY FEET REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED UPON THE HEXAGON SMARTNET RTK NETWORK. 2.THIS PLAN IS THE RESULT OF AN INSTRUMENT SURVEY PERFORMED ON 04-11-22. 3. EXISTING UTILITIES, UNDERGROUND AND OVERHEAD, MAY EXIST IN ADDITION TO THE UTILITY INFORMATION SHOWN ON THESE PLANS. THIS PLAN MUST NOT BE USED TO LOCATE UNDERGROUND UTILITIES. CALL DIG SAFE AT 811 PRIOR TO STARTING ANY EXCAVATION. 4. FLOOD ZONE X SHOWN ON THIS DRAWING ARE A DIRECT REPRESENTATION OF THE GRAPHIC FLOOD ZONE BOUNDARIES SHOWN ON FEMA FIRM PANEL #25001C0569J EFFECTIVE JULY 16, 2014. PLEASE NOTE THAT SITE SPECIFIC FLOODPLAIN BOUNDARIES MAY VARY DUE TO DIFFERENT INTERPRETATIONS OF THESE BOUNDARIES. USERS ARE ADVISED TO VERIFY LOCATION OF THESE BOUNDARIES WITH THE DESIGNATED COMMUNITY FLOODPLAIN MANAGERS AND/OR FEMA PRIOR TO SITING ANY PROPOSED STRUCTURES. 5. THIS SURVEY HAS BEEN PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY NOT REVEAL ANY FACTS THAT WOULD BE DISCLOSED BY ONE. MEDICAL SERVICES DISTRICT OVERLAY DISTRICTS: GROUND WATER/WELL HEAD PROTECTION, AND HYANNIS GROWTH INCENTIVE ZONE AREA 10,000 S.F. FRONTAGE 50 FT. SETBACKS: ROAD 20 FT. * SIDE 10 FT. * REAR 10 FT. * * SEE BARNSTABLE ZONING BYLAWS SECTION 240-24.1.4 SCHEDULE OF DIMENSIONAL REQUIREMENTS. * USERS OF THIS PLAN SHOULD CONSULT WITH TOWN OFFICIALS REGARDING THE APPROPRIATE ZONING REQUIREMENTS. ZONING CLASSIFICATION: ZONING TABLE - MS DISTRICT * SUBJECT: ASSESSORS MAP 342 LOT 017 REQUIRED EXISTING PROPOSED LOT AREA 10,000 S.F.10,287± S.F.NO CHANGE. FRONTAGE 50 FT.215.12 FT.NO CHANGE. FRONT SETBACK 2 20 FT.28.4± FT.NO CHANGE. SIDE SETBACK 2 10 FT.10.9± FT. (WEST) 17.9± FT. (EAST) 10.9± FT. (WEST) 11.4± FT. (BULKHEAD) REAR SETBACK 2 10 FT.67.2± FT.58.4± FT. BUILDING HEIGHT 1 3 STORIES OR 38 FT.26.9'NO CHANGE. LOT COVERAGE 50% 3 51.0% (5,245 S.F.)58.2% (5,992 S.F.)4 SITE CLEARING5 RETAIN MIN. 30%49.0% (5,042 S.F.)38.1% (3,919 S.F.) PARKING TABLE USE REQUIRED PROPOSED MIN. REQUIRED ATTACHED DWELLING UNITS (D.U.) 1.5 STALLS PER D.U. + 1 VISITOR STALL PER 10 D.U.8 D.U.13 STALLS OFFICE 1 STALL PER 300 S.F. +1 STALL PER SUITE 160 S.F. OFFICE SPACE 1 STALLS PROVIDED ACCESSIBLE STALLS PER 0-25 STALLS 1 ACCESSIBLE STALL REQUIRED 10 TOTAL (INCLUDING VAN ACCESSIBLE STALL) *MEDICAL SERVICES DISTRICT, GROUND WATER/WELLHEAD PROTECTION OVERLAY DISTRICT, AND HYANNIS GROWTH INCENTIVE ZONE 1.THIRD STORY CAN ONLY OCCUR WITHIN HABITABLE ATTIC SPACE 2.FRONT YARD LANDSCAPE SETBACK TO BE 10 FT 3.WELL HEAD PROTECTION DISTRICT GOVERNS LOT COVERAGE AND SITE CLEARING 4.LOT COVERAGE EXCLUDES PERVIOUS PAVERS 5.SITE CLEARING EXCLUDES CRUSHED STONE AND PERVIOUS PAVERS WAIVER REQUEST WAIVER FOR BULKHEAD FRONT SETBACK FROM 20' TO 11.4'§ 240-24.1.4.C. WAIVER FOR PARKING REDUCTION (DWELLING UNITS)§ 240-56 WAIVER FOR LOT COVERAGE INCREASE WITHIN WELLHEAD PROTECTION DISTRICT § 240-35.G.(3) WAIVER FOR LANDSCAPE REQUIREMENTS FOR PARKING LOTS § 240-53.1.11 ·ADDITIONAL ON STREET PARKING IS AVAILABLE ON PARKWAY PLACE ·ADA PARKING SPACE IS WITHIN 200 FT OF ADA ENTRANCE ·PROPOSED PARKING COUNT MATCHES EXISTING ·REFER TO PLAN OF PARKWAY PLACE WITH OWNER DR. WM. GOLDEN WATER GATE DRAIN MANHOLE EM WV D DYH MISC. SIGN BOUND DECIDUOUS TREE CONTOUR20 SPOT ELEV.x23.5 UTILITY POLE ELECTRIC METER CONIFER TREE S SEPTIC MANHOLE OVERHEAD WIRESOHW CATCH BASIN POST GUY WIRE HYDRANT P BOULDER VERTICAL GRANITE CURBVGC LEGEND EXISTING SEWER LINE PROPOSED S DRAINAGE LINED WATER LINEW ELECTRIC LINEE FENCE LINE RAIL LINE RAIL LINE PARKING COUNT8 SIGN BITUMINOUS CONCRETE BERMBCB CURB RADIIR = 2' ISSUED FOR REGULATORY REVIEW (NOT FOR CONSTRUCTION) STORM WATER DESIGN AND PROPOSED GRADING ARE NOT PROVIDED ON THIS PLAN DRAINAGE NOTE: